Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 4. A building is located 8.8 m from the centerline of the inside lane of a curved section of highway whose radius is 145 m. the road is level and e is equal to 0.10. Determine the maximum possible posted speed limit (to the nearest 5 km/h) assuming that the coefficients of longitudinal and side friction are equal to 0.35 and 0.13, respectively.arrow_forwardIn a design of a highway curve for a maximum of 0.10 m/m, compute the maximum permissible degree of curve for a design speed of 110 kph. Assume the design coefficient of side friction is 0.15.arrow_forwardTo anticipate the dip and the hump in the road, the driver of a car applies his brakes to produce a uniform deceleration. His speed is 100kph at the bottom A of the dip and 50 kph at the top C of the hump. The length of the road from A to C is 120m. The radius of curvature of the hump at C is 150m. The total acceleration at A is 3 m/s^2. Compute the radius of curvature at A.arrow_forward
- 3. A building is located 8.8 m from the centerline of the inside lane of a curved section of highway whose radius is 145 m. the road is level and e is equal to 0.10. Determine the maximum possible design speed. Assume the longitudinal and lateral coefficients of friction are equal to 0.35 and 0.13, respectively. Ensure you check speed for both stopping sight distance and vehicle stability. Assume a standard perception-reaction time of 2.5sec.arrow_forward4. The rear-wheel-drive pickup truck, with its center of gravity at G, is to negotiate a bump from a standing start in the position shown. The static and kinetic coefficients of friction between the tires and the pavement are 0.18 and 0.15, respectively. Determine the largest slope angle 0 that can be negotiated, assuming that the drive wheels are (a) spinning; and (b) not spinning. 12 in. 60 in. 40 in.arrow_forwardpls helparrow_forward
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